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DO NOT MAKE PENEfRATIONS OR NOTCHES
<br /> DO NOT MAKE PENEfRATIONS OR NOTCHES MINIMUM SPACING IN THE SHADED AREA OF THE BEAM WITHOUT
<br /> IN THE SHADED AREA OF THE BEAM WITHOUT PENEfRATIONS IN THIS AREA DO NOT MINIMUM SPAQNG PENEfRATIONS IN THIS AREA DO NOT MINIMUM SPAQNG
<br /> SHALL BE bc THE PRIOR APPROVAL OF THE ENGINEER SHALL BE 2x THE REQUIRE APPROVAL FROM THE ENGINEER DO NOT MAKE PENETRATIONS OR NOTCHES SHALL BE 2x THE
<br /> PRIOR APPROVAL OF THE ENGINEER DIAMETER OF THE REQUIRE APPROVAL FROM THE ENGINEER � � PENEfRATIONS IN THIS AREA DO NOT
<br /> IARGER HOLE DIAMETER OF THE IN THE SHADED AREA OF THE BEAM WITHOUT DIAMEfER OF THE
<br /> � 1 LARGER HOLE PRIOR APPROVAL OF THE ENGINEER LARGER HOLE REQUIRE APPROVAL FROM THE ENGINEER
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<br /> ' g� / � HOLES MU BE ROUND AND ARE LIMITED TO
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<br /> -.� - � 2"DIA.UN S APPROVED BY THE ENGINEER
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<br /> %SPAN %SPAN �SPAN %SPAN %SPAN �SPAN
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<br /> SPAN SPAN
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<br /> GLB
<br /> #MSTC66B3
<br /> SAWN PSL&LSL —
<br /> BP BEAM PENETRATIONS, TYPICAL DETAIL
<br /> �
<br /> _ _ _
<br /> SSS Nurnber;
<br /> �osr N.r.s. BPAA Srsoso4o
<br /> Project Name:
<br /> II 11
<br /> O^ ' t)akes Ave
<br /> rc Apa�rtments `
<br /> BOUNDARY NAILS SHEATHING PER ! ..
<br /> PER NOTES NOTES I, ����' � •
<br /> #STHD14 U.N.O. ��������� WALL w�STORY ABOVE , �
<br /> ' Rainier Building '
<br /> Corp
<br /> e Q�`��� - 30° MIN sH��iN� '', .
<br /> *MSTC40 U.N.O. �PF,pp�N g� �F�T B�W� (3)*SDS�x 3�SCREWS U,N.O. ',
<br /> #ACE $HUCQ DBL ROW OF SIZ 3313 Oa I(@S AV@ ��
<br /> BOUNDARY NAILS
<br /> —� i
<br /> S ' Everett, WA '
<br /> STEM T�p���F ��Q�'� TRUSS � �
<br /> �� ���pS����y�� FRAMING 1x4 BRACE @ 48"oc wJ S , �?esign Professional: `
<br /> 1g, 8d � � �J ��O *A35 AT BTM _1— � Carl �. Colson
<br /> MIN ND�N�� � W ����� CONTI UOUSRAGM S�Z , Architect PILC �I '
<br /> `�N� W� ATP�TMW� GEB GABLE-END TRUSS BRACE SIDEWOODMEMBER
<br /> I ,�
<br /> WALL BELOW FOUNDATION BELOW N.T.S. GEBA ��woo�MEMBER ,
<br /> BT BEAM TIEDOWN WBC WIND BEAM CORNER (ISOMETRIC) CSP CONTINUOUS SHEATHING AT PARTY WALL WEG WOOD END GRAIN CONNECTION
<br /> �
<br /> rnusslco��croR N.T.S. � `�
<br /> N.T.s. BTA N.T.s, N.r.s. CSPA WEGA o �, �
<br /> �
<br /> H
<br /> DBL TOP PLATE, � � �
<br /> TYP _1 ^
<br /> O �+ �
<br /> MSTC
<br /> �� N
<br /> *LS50 @ SHEARWALIS �� � � � �
<br /> ROOF DIAPHRAGM PER SCHED � Z O
<br /> PER STRUCT NOTES ��l
<br /> ~ U
<br /> EDGE NAIL PER ROOf SHEATHING w� V
<br /> EDGE NAILS Q��� (4)�0 x 41/2"LAG SCREWS SW SCHED, BOUNDARY NAILS ����P _
<br /> INTO SOLID MEMBER Typ �
<br /> ���c�5� PER NOTES ��HEIGHT ~ � �
<br /> c/� cn
<br /> TRUSS BLKG �
<br /> 5�" � PER MFG C] z
<br /> #Hi @ *H2.5A @ (4)%6"�HOLES Z �
<br /> SOIID *H2.5A MIN SHEARW�W.S
<br /> B�� @ ALL ROOF ALL ROOF ' ' SHEATH SAME • CTP COLLECTOR TO TOP PLATE MSTC STRAP-(A) ; w �
<br /> MEMBERS MEMBERS ' • AS SHEARWALL ' N.T.S. �,I PA �
<br /> WALL U.N.O.@ POST SPAQNG 3�16 • • BELOW
<br /> . . . ^
<br /> sH�wa,u.s a�-0"a MAX 3,-0„ OPTION ��uss o
<br /> 5�" 3" 4 1e HTiS
<br /> a h 3 „ • �— GAP PER TRUSS � � �1 �
<br /> SHEARWALL w TRUSS OR RAFTER BEARING
<br /> M �/ � • • MFG SPECS BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG �
<br /> , Z.� �� �
<br /> I _ _ o o , , ; , , , , ,' � � LENGTH OF COLLECTOR LENGTH OF COLLECTOR �
<br /> N 4X66LKG A � � �
<br /> SWR SHEARWALL ROOF CONNECTIO S , „ „ P�,�,�X5�xX5�" 3 � N
<br /> (2)/ 0 X 6 *SDS ___ ____. �
<br /> N.T.$. ,A' SCREWS THROUGH w�HSS 2"x 2"x 16" COLLECTOR STHD14 O
<br /> S V V� JOIST/BLOCK INTO — �` LOG4TED IN CENTER DIAPHRAGM PER
<br /> STRUCiNOTES �
<br /> EA C H END OF 4X ]OIST OR FULL DEPTH TRUSS CLIPS, '
<br /> bc4 FlAT FRMG
<br /> B�aK @ 24°oc SECTION A-A AROUND PERIMEfER SHFARWALL nP INTERMEDIATE FRAMING ABUTTING PANEL EDGES STHD14- A HTT5- A
<br /> NAILS PER � (1)JOIST BAY. OF OPENING
<br /> DIAPHRAGM PER *H3 TO
<br /> STRUCi NOTES SW SCHED BLOCK�JOIST
<br /> WALLBASE WALLBASE GPA GUARDRAIL POST APPLICATION FTB FULL HEIGHT TRUSS BLOCK DTC DIAPHRAGM TO COLLECTOR HDN HOLDOWNS
<br /> PLATE CONN EDGE NAILS PLATE CONN ���� + ��
<br /> � ��rk� `�" c: � 1�,,.�, .
<br /> T]I FLR RIM�BLKG (SW ABOVE) (SW ABOVE)
<br /> (ORROOFGABLE) N.T.s. GPAJ N.T.s. FTBA N.r.s. DTCA N.T.s. HDNA r 1
<br /> ��..� . � �� '�
<br /> TJI SOLID BLKG OR DIAPHRAGM PER , , ,�`f�
<br /> STRUCT NOTES � �;;z� �� , �,
<br /> COLLECTOR �� �,�����`,.,- ��ti�`a``..
<br /> TJI RIM�BLKG `�:J„�` Ci' �
<br /> �''��1�L �� �
<br /> EDGE NAILS
<br /> PROVIDE #A35 PER EDGE NAIL PROVIDE DBL 2x STUD �
<br /> BLICG @ 48"a SW SCHED (SW BELOW) BLICG @48"oc
<br /> `"��P�� DOUBLE-SIDEDSHEARWALLS, PI��LWALL
<br /> EDGE NAILING � H�
<br /> INTERIOR SHEARWALLS & SHEARWALL This space reserved for
<br /> R TO SHEARWALL governing jurisdiction stamps
<br /> IXTERIOR SHEARWALLS EXT SHEARWALLS @ CANTILEVERS SHEARWALL TO FL00 1od @ 4"a ZX BLOCKING w/(2)�x 5�s�s �
<br /> SCREWS PER STUD(16"oc MIN)
<br /> HOLDOWN
<br /> SWF SHEARWALL FLOOR CONNECTIONS EMBEDDED
<br /> �
<br /> _,:� __ _
<br /> N.T.s. SWFA ��� ; ,_____ ____.
<br /> , STRAP SHOWN
<br /> SOLID RIM �
<br /> '� AROUND CORNER
<br /> WA� DECKING BY OTHERS %"�THREADED ROD FLR SHEATHING NAILtNG
<br /> AT 6"oc(MAX)TO JOIST STUDS PER .:__ ;� _ . _ ..: ,..�
<br /> WALL BASE HOLDOWN SCHED
<br /> PLATE CONN LEDGER ELEV. WITH HOLDOWN
<br /> SW SHEATHIN
<br /> WA� PER SW SCHED DIAPHRAGM PER #Hl'T4 w�(18)lOdx1Z EDGE NAILING
<br /> STRUCT NOTES
<br /> ANCH PER CTR OF RIM � ��D
<br /> SW SCHED RIM�BLKG ANCH PER �- — ----
<br /> SW SCHED -
<br /> —�-�-�- -- - --- TRUSS BOTTOM CHORD
<br /> &SILL U.N.O. 8"TYP. 8"TYP,
<br /> PER SW SCHED EDGE NAILS 1"MIN. 16" �"�x 4"#SDS O o
<br /> 2x SILL U.N.O. FLR]OIST �
<br /> PER SW SCHED 2"MAX. TYp, SCREINS @ 8"oc DECK JOIST HOLDOWN ORIGIN DATE: 2 6 ZO1J �
<br /> FDN FDN 2x(MATCH JOIS�P.T.LEDGER ��� ANCHOR REVISED: �
<br /> �
<br /> ROOF TRUSS TO RIM M'
<br /> N
<br /> �
<br /> SHEARWALLS TO FOUNDATION SHEARWALLS TO FLOOR TO FOUNDATION
<br /> �
<br /> FIGURE 502.2.2.3 =
<br /> SWB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS EDL EXTERIOR DECK LEDGER DALL DECK ATTACHMENT FOR LATERAL LOADS LRW LOW ROOF TO WALL HOC HOLDOWN AT CORNER �
<br /> �
<br /> �
<br /> N.T.s. SWBA N.T.s. EDLA N.r.s. DALLA N.T.s. LRWF N.T.s. HOCA N' �
<br /> �
<br /> �
<br /> �
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